Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/101269
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | en_US |
| dc.creator | Yan, J | en_US |
| dc.creator | Leng, Z | en_US |
| dc.creator | Li, F | en_US |
| dc.creator | Zhu, H | en_US |
| dc.creator | Bao, S | en_US |
| dc.date.accessioned | 2023-08-30T04:16:23Z | - |
| dc.date.available | 2023-08-30T04:16:23Z | - |
| dc.identifier.issn | 0950-0618 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/101269 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier | en_US |
| dc.rights | © 2017 Elsevier Ltd. All rights reserved. | en_US |
| dc.rights | © 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/ | en_US |
| dc.rights | The following publication Yan, J., Leng, Z., Li, F., Zhu, H., & Bao, S. (2017). Early-age strength and long-term performance of asphalt emulsion cold recycled mixes with various cement contents. Construction and Building materials, 137, 153-159 is available at https://doi.org/10.1016/j.conbuildmat.2017.01.114. | en_US |
| dc.subject | Asphalt emulsion | en_US |
| dc.subject | Cohesive force | en_US |
| dc.subject | Cold recycling | en_US |
| dc.subject | Failure strain | en_US |
| dc.subject | Raveling loss rate | en_US |
| dc.subject | Reclaimed asphalt pavement | en_US |
| dc.title | Early-age strength and long-term performance of asphalt emulsion cold recycled mixes with various cement contents | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | 153 | en_US |
| dc.identifier.epage | 159 | en_US |
| dc.identifier.volume | 137 | en_US |
| dc.identifier.doi | 10.1016/j.conbuildmat.2017.01.114 | en_US |
| dcterms.abstract | Cold recycling with asphalt emulsion is an economical and environment-friendly technology for asphalt pavement maintenance and rehabilitation. This study aims to investigate the early-age strength and long-term performance of the asphalt emulsion cold recycled mixes with various cement contents, as well as the correlation between the early-strength and long-term performance. To achieve this objective, three research tasks were conducted, including: 1) quantifying the early-age strength of four types of asphalt emulsion cold recycled mixes by measuring their cohesive forces and raveling loss rates through the Hveem cohesion test and raveling test, respectively; 2) characterizing their long-term performance properties, including moisture stability, high-temperature stability, and low-temperature cracking resistance; and 3) developing the correlation models between the early-age strength and long-term performance of asphalt emulsion cold recycled mixes through regression analysis. It was concluded that adding cement in cold recycled mixes played positive effects on both its early-age strength and long-term performance. In addition, strong linear correlation was found between the early-age strength and long-term performance of asphalt emulsion cold recycled mixes. | en_US |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Construction and building materials, 15 Apr. 2017, v. 137, p. 153-159 | en_US |
| dcterms.isPartOf | Construction and building materials | en_US |
| dcterms.issued | 2017-04-15 | - |
| dc.identifier.scopus | 2-s2.0-85011357524 | - |
| dc.description.validate | 202308 bcch | en_US |
| dc.description.oa | Accepted Manuscript | en_US |
| dc.identifier.FolderNumber | CEE-2203 | - |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | Jiangsu Natural Science Foundation | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.identifier.OPUS | 6719501 | - |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Leng_Early-age_Strength_Long-term.pdf | Pre-Published version | 1.26 MB | Adobe PDF | View/Open |
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